Rural Development Department Tender
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Costs
EMD
₹ 28,39,000Document Cost
₹ 10,000Tender Fee
₹ 10,000
Summary
Construction Of Hl Rcc Bridge Over Barakar River Between Chalna To Polkara Road
Description
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Contact
Tender Id
2024_RDSPL_96050_1Tender No
RDD/SD/JMT/RE/03/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
Sandy material
814.22
874
712116.81
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
28.96
95570
2767730.37
Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)
260.2
8162
2123986.58
Levelling Course for Pile Cap (PCC M15)
19.67
3405
66988.15
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M30, using Concrete Mixer)
327.74
4355
1427569.89
PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)
98.28
3376
331803.11
Filling Annular Space around Footing in Rock with Lean Cement Concrete (1:3:6) nominal mix (Rate taken as Item no. 12.4)
384.6
3376
1298448.06
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.5
3405
18731.02
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification.
(RCC Grade M30 using Concrete Mixer)
1588.15
4438
7048686.15
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 30 using concrete mixer)
Height Upto 5m
513.53
4694
2410715.23
Height between 5m to 10m
327.22
4826
1579392.77
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification.
250
110
27625
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30.
RCC T-Beam & Slab (Height between 5m to 10m)
2039.44
5495
11208558.3
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
16.48
8747
144160.45
Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.
177.45
10290
1825960.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
1572480
-
1273708.8
Providing drainage spout complete as per drawing and technical specification
160
817
130864
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.
908.48
1987
1805694.85
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
251.57
10876
2736201.11
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
194.84
87394
17028002.83
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
231.8
87744
20339267.82
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
283.44
87893
24912618.67
Providing and laying Filter media with granular materials /stone crushed aggreates satisfying the requirement laid down in clause 2504.2.2 of morth specification to a thickness oof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provide over th entire surface behind abutment ,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
494.3
1645
813271.79
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications.
Stone/Boulder
189.93
1158
220014.91
Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
(i) Rolling with Vibratory roller.
3214.16
129
417519.38
Compacting original ground supporting embankment.
Rolling with vibratory roller
112.5
52
5917.5
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)
(i) for Grading - I Material
112.5
1437
161730
Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
84.38
1701
143538.82
Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)
562.5
80
45168.75
Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
562.5
12
7087.5
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
(i) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)
562.5
148
83475
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal Coats)
Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
562.5
54
30431.25
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )
118.27
1158
137003.97
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Mechanical means.
upto 3m depth
136.8
57
7852.32
Sand filling in foundation trenches as per Drawing and Technical specification
12.56
567
7131.57
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M10 )
33.44
3376
112896.78
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
55
3458
190223
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
65.4
3468
226859.52
Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.
88
110
9724
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
117.89
577
68069.69
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
3
4168
12504.6
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Mechanical means
665.32
57
38189.37
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M10 using Concrete Mixer)
33.32
3376
112491.65
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
172.32
4378
754468.66
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)
139.64
4630
646658.88
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
12.39
87394
1082821.57
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
29.25
87744
2566538.33
Providing and laying Filter media with granular materials /stone crushed aggreates satisfying the requirement laid down in clause 2504.2.2 of morth specification to a thickness oof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provide over th entire surface behind abutment ,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
262.8
1645
432384.84
Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.
436
110
48178
Sand - 17 KM Bajra Ghat
2935.11
406
1192711.3
Cement - 55 KM Dhanbad
2499.36
921
2302160.5
Boulder - 30 KM Pabiya
440.64
745
328378.15
Aggregate - 30 KM Pabiya
6817.03
561
3827080.64
Steel - 55 KM Dhanbad
817.18
921
752704.5
Bitumen - 105 KM Bokaro
1.2
1386
1663.32
Bitumen Emulsion -105 KM Bokaro
0.45
1386
623.75
Add GST @ 18%
119096058.27
-
21437290.49
Add Labour Cess GST @ 1%
140533348.75
-
1405333.49
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